AU2023237154A1

AU2023237154A1 - Construction site management device, output device, and construction site management method

Info

Publication number: AU2023237154A1
Application number: AU2023237154A
Authority: AU
Inventors: Shota Furukawa; Shinya Kanou; Kyohei Kuroda; Naoyuki Omuro; Yoshiyuki Onishi
Original assignee: Komatsu Ltd
Current assignee: Komatsu Ltd
Priority date: 2017-07-18
Filing date: 2023-09-28
Publication date: 2023-10-19
Also published as: DE112018001316T5; JP7465847B2; AU2018305081A1; AU2021240259A1; JP2023116802A; WO2019017173A1; US20200380620A1; CN110582795B; CN110582795A; JPWO2019017173A1; US11599957B2; JP6921956B2; JP2021121948A

Abstract

The work state identifying unit identifies a work state of a work machine disposed in a construction site at each time point and a work state of a transport vehicle traveling at the 5 construction site at each time point. The time chart generation unit that generates a time chart representing the work state of the work machine at each time point and a time chart representing the work state of the transport vehicle at each time point on the basis of the identified work states. The output control unit that outputs the time charts on an identical screen with a time axis as a common axis. 10

Description

I DESCRIPTION

Title of Invention

CONSTRUCTION SITE MANAGEMENT DEVICE, OUTPUT DEVICE, AND CONSTRUCTION SITE MANAGEMENT METHOD

This is a divisional application of Australian Patent Application No.

2021240259, the entire contents of which are incorporated herein by reference.

Technical Field

[0001]

The present invention relates to a construction site management device, an

output device, and a construction site management method.

Priority is claimed on Japanese Patent Application No. 2017-139408 filed on

July 18, 2017, the content of which is incorporated herein by reference.

Background Art

[0002]

PTL 1 discloses a technique of generating a time chart representing traveling

progress of a plurality of transport vehicles.

Citation List

Patent Literature

[0003]

[PTL 1] Published Japanese Translation No. 2015-535992 of the PCT

International Publication

Summary of Invention

Technical Problem

[0004]

A transport vehicle transporting earth and sand and a work machine performing

earth cut work or banking work are disposed at a construction site. In other words, at the

construction site, a group including a combination of one or more transport vehicles and

work machines performing loading work on the transport vehicles, a so-called fleet is

formed. At the construction site, in light of efficiency of the entire fleet including the

transport vehicles and the work machines, there is a desire to examine an appropriate

number of transport vehicles and work machines. Therefore, in order to consider the

efficiency of the fleet, there is a desire to easily recognize work of the transport vehicles

and the work machines forming the fleet. According to the time chart disclosed in PTL 1,

the traveling progress of a plurality of transport vehicles is displayed, but a state of a

work machine forming the fleet may not be recognized, and the efficiency of the entire

fleet may not read from the time chart.

Aspects of the present invention are directed to providing a construction site

management device, an output device, and a construction site management method

capable of easily recognizing a work state of a fleet including a transport vehicle and a

work machine.

Solution to Problem

[0005]

According to a first aspect, there is provided a construction site management device including a work state identifying unit that identifies a work state of a work machine disposed in a construction site at each time point and a work state of a transport vehicle traveling at the construction site at each time point; a time chart generation unit that generates a time chart representing the work state of the work machine at each time point and a time chart representing the work state of the transport vehicle at each time point on the basis of the identified work states; and an output control unit that outputs the time chart representing the work state of the work machine at each time point and the time chart representing the work state of the transport vehicle at each time point on an identical screen with a time axis as a common axis.

Advantageous Effects of Invention

[0006]

According to the aspects, the construction site management device enables a

work state of a fleet including a transport vehicle and a work machine to be easily

recognized.

Brief Description of Drawings

[0007]

FIG. 1 is a diagram showing an example of a construction site which is a

management target of a construction site management device according to a first

embodiment.

FIG. 2 is a flowchart showing an operation of loading work of a hydraulic

excavator.

FIG. 3 is a flowchart showing an operation of laying-leveling work of a

bulldozer.

FIG. 4 is a schematic block diagram showing a configuration of a vehicle

Management device according to the first embodiment.

FIG. 5 is a diagram showing data stored in a time-series storage unit.

FIG. 6 is a flowchart showing a time chart output method according to the first

embodiment.

FIG. 7 is a flowchart showing a method of identifying a state of a hydraulic

excavator disposed in an earth cut location in the first embodiment.

FIG. 8 is a diagram showing an example of time series of azimuth data of the

hydraulic excavator.

FIG. 9 is a flowchart showing a method of identifying a state of a hydraulic

excavator disposed in a banking location in the first embodiment.

FIG. 10 is a flowchart showing a method of identifying a work state of a slope

excavator in the first embodiment.

FIG. 11 is a flowchart showing a method of identifying a work state of a

bulldozer in the first embodiment.

FIG. 12 is a flowchart showing a method of identifying a work state of a dump

truck in the first embodiment.

FIG. 13 illustrates an example of a time chart generated by the construction site

management device according to the first embodiment.

FIG. 14 is a flowchart showing a method of identifying a work state of a dump

truck in a second embodiment.

Description of Embodiments

[0008]

«Construction site>>

FIG. 1 is a diagram showing an example of a construction site which is a

management target of a construction site management device according to a first

embodiment.

A construction site G according to the first embodiment has an earth cut location

GI and a banking location G2. The earth cut location GI and the banking location G2

are connected to each other via a traveling path G3. The traveling path G3 includes a

general road connecting the earth cut location Gi to the banking location G2, and a

transport path for transport of earth and sand prepared at the construction site G. A

hydraulic excavator M Iand a bulldozer M2 are disposed in each of the earth cut location

GI and the banking location G2. The hydraulic excavator MI and the bulldozer M2 are

examples of work machines performing work related to earth and sand at the construction

site G. A plurality of dump trucks M3 travel between the earth cut location Gi and the

banking location G2. The dump truck M3 is an example of a transport vehicle

transporting earth and sand. The hydraulic excavator MI, the bulldozer M2, and the

dump truck M3 are examples of a vehicle M. In other embodiments, in the earth cut

location Gi and the banking location G2, a plurality of hydraulic excavators Ml may be

disposed, a plurality of bulldozers M2 may be disposed, one of the hydraulic excavator

MI or the bulldozer M2 may not be disposed, and other vehicles M may be disposed.

The number of transport vehicles disposed at the construction site G is larger than the

number of work machines.

[0009]

«Vehicle>>

The hydraulic excavator MI disposed in the earth cut location GI excavates

earth and sand in the earth cut location G1, and loads the earth and sand onto the dump truck M3.

FIG. 2 is a flowchart showing an operation of loading work of the hydraulic

excavator.

An operator of the hydraulic excavator M Iaggregates excavated earth and sand

around a standstill position of the dump truck M3 in advance before the dump truck M3

arrives (step SO1). The operator of the hydraulic excavator MI scoops up a bucket of

earth and sand with the hydraulic excavator M Ibefore the dump truck M3 arrives (step

S02). In a case where there is no margin in work time, the work in steps SOl and S02

may be omitted. In a case where the dump truck M3 reaches a predetermined loading

region of the earth cut location GI, the dump truck M3 is at a standstill around the

hydraulic excavator Ml (step S03). Next, the operator of the hydraulic excavator MI

releases the scooped-up earth and sand to a dump body of the dump truck M3 (step S04).

The operator of the hydraulic excavator Ml estimates whether or not an amount of earth

and sand loaded on the dump truck M3 is less than a loadable capacity of the dump truck

M3 of the dump truck M3 (step SO5). In a case where it is determined that the amount of

earth and sand loaded on the dump truck M3 is less than the loadable capacity of the

dump truck M3 of the dump truck M3 (step SO5: YES), the operator of the hydraulic

excavator Ml slews an upper slewing body of the hydraulic excavator Ml toward

aggregated earth and sand or earth and sand to be excavated (step S06). The operator of

the hydraulic excavator Ml scoops up the aggregated earth and sand or the excavated

earth and sand with the hydraulic excavator Ml (step S07). Next, the operator of the

hydraulic excavator Ml slews the upper slewing body of the hydraulic excavator MI

toward the dump truck M3 (step S08), and releases the earth and sand in the same

manner as in the process in step S4. This is repeatedly executed, and thus the operator of

the hydraulic excavator Ml can load earth and sand up to the loadable capacity of the dump truck M3. In a case where it is determined that an amount of earth and sand loaded on the dump truck M3 reaches the loadable capacity of the dump truck M3 (step SO5:

NO), the operator of the hydraulic excavator M Ifinishes the loading work of the

hydraulic excavator MI.

[0010]

The hydraulic excavator Mldisposed in the earth cut location Gi may shape a

slope in the earth cut location G1. The operator of the hydraulic excavator M Icauses the

hydraulic excavator Mlto come close to a slope region designed as a slope, and shapes

earth and sand on a surface of the slope region with a bucket while moving in an

extending direction of the slope. Hereinafter, the hydraulic excavator MI for slope

shaping work will be referred to as a slope excavator in some cases.

[0011]

The bulldozer M2 disposed in the earth cut location G excavates and transports

earth and sand in the earth cut location G1. An operator of the bulldozer M2 moves the

bulldozer M2 forward in a state in which a position of a blade of the bulldozer M2 is

adjusted, and can thus excavate earth and sand with the bulldozer M2. The bulldozer M2

disposed in the earth cut location GI compacts a ground after excavation. The operator

of the bulldozer M2 causes the bulldozer M2 in a state in which the blade of the

bulldozer M2 is raised, and can thus compact the ground with the bulldozer M2. A

traveling speed of the bulldozer M2 during compaction is higher than a traveling speed

during excavation.

[0012]

The dump truck M3 transports the earth and sand loaded in the earth cut location

GI to the banking location G2. In a case where the dump truck M3 unloads the earth and

sand in the banking location G2, the dump truck M3 is moved from the banking location

G2 to the earth cut location GI. A traveling speed of the dump truck M3 differs between

when the dump truck is loaded with earth and sand and when the dump truck is not

loaded therewith. A traveling speed of the dump truck M3 differs between when the

dump truck is traveling inside the banking location G2 or the earth cut location Gi and

when the dump truck is traveling on the traveling path G3 which is outside the locations.

In a case where the dump truck M3 is at a standstill at a standstill position in

each of the earth cut location Gi and the banking location G2, an operator of the dump

truck M3 turns the dump truck M3, and causes the dump truck M3 to travel backward

and thus to be at a standstill at the standstill position.

[0013]

The hydraulic excavator M Idisposed in the banking location G2 piles the earth

and sand unloaded from the dump truck M3 in the banking location G2. In this case, in

the same manner as the hIm disposed in the earth cut location GI, the hydraulic

excavator Ml disposed in the banking location G2 repeatedly executes processes of

directing an upper slewing body thereof toward the unloaded earth and sand, scooping up

the earth and sand, slewing the upper slewing body to a location where the earth and sand

are to be spread, and releasing the earth and sand to the location where the earth and sand

are to be spread.

The hydraulic excavator Ml disposed in the banking location G2 may shape a

slope in the banking location G2.

[0014]

The bulldozer M2 disposed in the banking location G2 lays and levels the earth

and sand transported by the dump truck M3 in the banking location G2. Specifically, the

bulldozer M2 uniformly lays and levels earth and sand discharged by the dump truck M3

or the like in a region in which the earth and sand are to be laid and leveled. In the laying-leveling work, a height of earth and sand to be laid once, that is, a height of a landform to be piled more than before laying and leveling is defined depending on a situation of the construction site G or by an operator. In order to lay and level discharged earth and sand by a predetermined height, the bulldozer M2 sets its blade at a predetermined height, and then performs the laying-leveling work. The laying-leveling work is repeatedly performed a plurality of times until a region where earth and sand are to be laid and leveled reaches a target height.

FIG. 3 is a flowchart showing an operation of laying-leveling work of the

bulldozer.

In a case where earth and sand are spread by the dump truck M3 in a region

where the earth and sand are to be laid and leveled, the operator of the bulldozer M2

lowers the blade to any height (step Si1). A height of earth and sand to be laid and

leveled is determined by the height of the blade. Next, the operator of the bulldozer M2

moves the bulldozer M2 forward in the laying-leveling region, so as to level the earth and

sand (step S12). The bulldozer M2 is moved forward once, and thus the earth and sand

can be laid and leveled up to the front by a predetermined distance (for example, about

10 meters). In a case where the bulldozer M2 is moved forward by the predetermined

distance, the operator of the bulldozer M2 moves the bulldozer M2 backward (step S13).

The operator of the bulldozer M2 determines whether or not the earth and sand are laid

and leveled in the entire laying-leveling region with the bulldozer M2 (step S14). In a

case where there is a location were earth and sand are not laid and leveled (step S14: NO),

the operator of the bulldozer M2 moves the bulldozer M2 such that the blade is adjusted

to a position which include the location where earth and sand are not laid and leveled and

partially overlaps a location where earth and sand are already laid and leveled (step S15).

For example, the operator of the bulldozer M2 moves the bulldozer M2 obliquely backward during backward movement in step S13. The flow returns to the process in step S12, and forward movement and backward movement are repeated until earth and sand are laid and leveled in the entire laying-leveling region. In a case where it is determined that earth and sand are laid and leveled in the entire laying-leveling region

(step S14: YES), the operator of the bulldozer M2 determines whether or not a height of

the laying-leveling region reaches the target height (step S16). In a case where it is

determined that the height of the laying-leveling region does not reach the target height

(step S16: NO), the flow returns to the process in step S12, and forward movement and

backward movement are repeated until the height of the laying-leveling region reaches

the target height. On the other hand, in a case where it is determined that the height of

the laying-leveling region reaches the target height (step S16: YES), the operator of the

bulldozer M2 finishes the laying-leveling work of the bulldozer M2.

The bulldozer M2 disposed in the banking location G2 may compact the ground.

The operator of the bulldozer M2 raises the blade of the bulldozer M2, causes the

bulldozer M2 to travel, and can thus compact the ground with a crawler. A traveling

speed of the bulldozer M2 during compaction is higher than a traveling speed during

laying-leveling work.

[0015]

«Configuration of construction site management device>>

FIG. 4 is a schematic block diagram showing a configuration of a construction

site management device according to the first embodiment. A construction site

management device 10 identifies a state of each vehicle M at each time point at the

construction site G, and outputs the state in the form of a time chart.

[0016]

The construction site management device 10 is a computer including a processor

100, a main memory 200, a storage 300, and an interface 400. The storage 300 stores a

program. The processor 100 reads the program from the storage 300, develops the

program to the main memory 200, and executes processes according to the program. The

construction site management device 10 is connected to a network via the interface 400.

The construction site management device 10 is connected to an input device 500 and an

output device 600 via the interface 400. Examples of the input device 500 may include a

keyboard, a mouse, and a touch panel. Examples of the output device 600 may include a

monitor, a speaker, and a printer.

[0017]

Examples of the storage 300 may include a hard disk drive (HDD), a solid state

drive (SSD), a magnetic disk, a magnetooptical disc, a compact disc read only memory

(CD-ROM), a digital versatile disc read only memory (DVD-ROM), and a

semiconductor memory. The storage 300 may be an internal medium which is directly

connected to a bus of the construction site management device 10, and may be an

external medium which is connected to the construction site management device 10 via

the interface 400. The storage 300 is a non-transitory storage medium.

[0018]

The processor 100 functions as a position reception unit 101, an azimuth

reception unit 102, a time-series recording unit 103, a work state identifying unit 104, a

design landform acquisition unit 105, a time chart generation unit 106, and an output

control unit 107, according to the execution of the program.

The processor 100 secures storage regions of a time-series storage unit 201 in

the main memory 200 according to execution of the program.

[0019]

The position reception unit 101 receives position data of each vehicle M disposed at the construction site G every predetermined time. The position data of the vehicle M may be received from a computer of the vehicle M, and may be received from a computer carried on the vehicle M. An example of the computer carried on the vehicle

M may include a portable terminal.

[0020]

The azimuth reception unit 102 receives azimuth data of each vehicle M

disposed at the construction site G every predetermined time. The azimuth data of the

vehicle M may be received from a computer of the vehicle M and may be received from

a portable computer carried on the vehicle M. In a case where the portable computer

carried on the vehicle M transmits the azimuth data, the computer is fixed to the vehicle

M such that the computer is not rotatable. The azimuth data includes not only output

data from a sensor such as an electronic compass or a geomagnetic sensor but also

detection (including PPC pressure) of a slewing lever operation, or a detection result in a

gyro sensor or an angle sensor of an upper slewing body. In other words, the azimuth

reception unit 102 may identify an azimuth of the vehicle M by integrating an

instantaneous change amount of the azimuth. The azimuth data may be detected by a

sensor provided in the vehicle M or a sensor provided outside of the vehicle M. The

sensor may be a sensor, for example, by detecting azimuth data through image analysis

using a motion sensor or a camera.

[0021]

The time-series recording unit 103 stores the position data received by the

position reception unit 101 and the azimuth data received by the azimuth reception unit

102 into the time-series storage unit 201 in association with an ID of the vehicle M and

reception time points thereof. FIG. 5 is a diagram showing data stored in the time-series

storage unit. Consequently, the time-series storage unit 201 stores a time series of position data of each vehicle M and a time series of azimuth data of each vehicle M. The time series of the position data and the azimuth data may be an aggregate of position and azimuth data every predetermined time and may be an aggregate of position and azimuth data at an irregular time.

[0022]

The work state identifying unit 104 identifies a work state of each vehicle M on

the basis of a time series of position data and a time series of azimuth data stored in the

time-series storage unit 201, and a time series of traveling speeds. Examples of the work

state of the vehicle M may include the type of work executed by the vehicle M, a location

where the vehicle M is located, and a traveling direction (forward movement or

backward movement) of the vehicle M.

The type of work of the hydraulic excavator M may include excavation work,

loading work, banking work, spreading work, and slope shaping work. The excavation

work is work of excavating earth and sand of the construction site G. The loading work

is work of loading excavated earth and sand onto the dump truck M3. The banking work

is work of piling and compacting earth and sand discharged by the dump truck M3 on the

construction site G. The spreading work is work of scattering and spreading earth and

sand discharged by the dump truck M3 on the construction site G. The slope shaping

work is shaping work of excavating and shaping a slope region at the construction site G

in accordance with design landform data.

The type of work of the bulldozer M2 may include excavation-transport work,

laying-leveling work, and compaction work. The excavation-transport work is work of

excavating and transporting earth and sand of the construction site G with the blade. The

laying-leveling work is work of laying and leveling earth and sand discharged by the

dump truck M3 at a predetermined height. The compaction work is shaping work of compacting earth and sand of the construction site G with the crawler.

The type of work of the dump truck M3 may include unloaded traveling, loaded

traveling, loading work, and discharge work. The unloaded traveling is work of traveling

in a state in which there are no earth and sand in the dump body. The loaded traveling is

work of traveling in a state in which there are earth and sand in the dump body. The

loading work is standby work while earth and sand are loaded into the dump body by the

hydraulic excavator MI. The discharge work is work of unloading earth and sand loaded

in the dump body.

The work state identifying unit 104 identifies whether a traveling state of the

bulldozer M2 is forward movement or backward movement. The work state identifying

unit 104 identifies whether the dump truck M3 is located in the earth cut location Gi or

the banking location G2 and whether the dump truck is being turned or moved backward,

as a traveling state of the dump truck. The traveling state is an example of the work state.

[0023]

The design landform acquisition unit 105 acquires design landform data

representing a design landform of the construction site G. The design landform data is

three-dimensional data, and includes position data in a global coordinate system. The

design landform data includes landform type data indicating the type of landform. The

design landform data is created by, for example, three-dimensional CAD.

[0024]

The time chart generation unit 106 generates a time chart on the basis of the type

of work identified by the work state identifying unit 104. The time chart according to the

first embodiment is a chart in which a transverse axis expresses time, and the vehicles M

are arranged on a longitudinal axis, and a work content of each vehicle is displayed in

each time period.

[0025]

The output control unit 107 outputs an output signal causing the time chart

generated by the time chart generation unit 106 to be output, to the output device 600.

[0026]

«Time chart output method>>

Next, a description will be made of an operation of the construction site

management device 10 according to the first embodiment. FIG. 6 is a flowchart showing

a time chart output method according to the first embodiment.

The construction site management device 10 regularly collects position data and

azimuth data from each vehicle M during a period which is a target of a time chart, and

generates time-series data.

[0027]

A computer mounted on each vehicle M or a computer carried by each vehicle

M (hereinafter, referred to as a computer of the vehicle M) measures a position and an

azimuth of the vehicle M every predetermined time. The computer of the vehicle M

transmits position data indicating the measured position and azimuth data indicating the

measured azimuth to the construction site management device 10. The position of the

vehicle M is identified by a global navigation satellite system (GNSS) such as a global

positioning system (GPS). The azimuth of the vehicle M is identified by, for example, an

electronic compass provided in the vehicle M or the computer of the vehicle M.

[0028]

The position reception unit 101 of the construction site management device 10

receives the position data from the computer of the vehicle M (step S10 l). The azimuth

reception unit 102 receives the azimuth data from the computer of the vehicle M (step

S102). The time-series recording unit 103 stores the received position data and azimuth data into the time-series storage unit 201 in association with reception time points and an

ID of the vehicle M related to the computer which is a reception source (step S103). The

construction site management device 10 determines whether or not a parameter

identifying process is started due to a user's operation or the like (step S104).

In a case where the parameter identifying process is not started (step S104: NO),

the construction site management device 10 repeatedly executes the processes from step

S101 to step S103 until the parameter identifying process is started, and thus a time series

of position data and azimuth data is formed in the time-series storage unit 201.

[0029]

In a case where the time chart target period is finished (step S104: YES), the

design landform acquisition unit 105 acquires design landform data (step S105). The

work state identifying unit 104 calculates a traveling speed of each vehicle M at each

time point on the basis of the time series of position data of each vehicle M stored in the

time-series storage unit 201 (step S106). In other words, the work state identifying unit

104 generates a time series of traveling speeds of each vehicle M. The time series of

traveling speeds may be acquired by using control area network (CAN) data of the

vehicle M. Next, the work state identifying unit 104 identifies a work state of each

vehicle M at each time point on the basis of the design landform data, and the position

data, the azimuth data, and the time series of traveling speeds of the vehicle M (step

S107). The time chart generation unit 106 generates a time chart on the basis of the state

identified by the work state identifying unit 104 (step S108). The output control unit 107

outputs an output signal causing the time chart generated by the time chart generation

unit 106 to be output, to the output device 600 (step S109).

[0030]

Here, a detailed description will be made of a method in which the work state

I/

identifying unit 104 identifies a work state in step S107.

[0031]

«Method of identifying work state of hydraulic excavator Ml disposed in earth

cut location G>>

FIG. 7 is a flowchart showing a method of identifying a work state of the

hydraulic excavator disposed in the earth cut location in the first embodiment. FIG. 8 is

a diagram showing an example of a time series of azimuth data of the hydraulic

excavator.

The work state identifying unit 104 identifies time periods in which the dump

truck M3 is located within a predetermined distance from the hydraulic excavator MI

disposed in the earth cut location GI, and the hydraulic excavator Ml and the dump truck

M3 are stopped, on the basis of a time series of position data and a time series of

traveling speeds (step S107A1). The vehicle M "being stopped" indicates a work state in

which the vehicle M is not traveling. In other words, a state in which the vehicle M is

not traveling, and performs work such as excavation, slewing, raising and lowering a

boom is also referred to as the vehicle M "being stopped". On the other hand, a work

state in which the vehicle M is not traveling and also does not perform other work will be

referred to as the vehicle M "being at a standstill". Next, the work state identifying unit

104 identifies that a work state (the type of work) of the hydraulic excavator Ml is a

loading work state with respect to a time period in which the hydraulic excavator MI is

repeatedly slewed among the identified time periods on the basis of a time series of

azimuth data (step S107A2). The work state identifying unit 104 may determine that the

hydraulic excavator Ml is repeatedly slewed, for example, in a case where slewing in

which an azimuth of the hydraulic excavator consecutively changes in the same direction

at an angle equal to or higher than a predetermined angle (for example, 10 degrees) is repeatedly performed a predetermined number of times or more among the identified time periods. This is because the cycle operation from step S04 to step S08 shown in

FIG. 2 appears as a repeated change in an azimuth of the hydraulic excavator M Ias

shown in FIG. 8. In FIG. 8, a hatched portion represents a time period in which a

distance between the hydraulic excavator MI and the dump truck M3 is within a

predetermined distance. As shown in FIG. 8, the work state identifying unit 104

determines that a work state of the hydraulic excavator M is a loading work state in the

time period in which a distance between the hydraulic excavator Ml and the dump truck

M3 is within the predetermined distance, and repeated slewing is performed.

[0032]

Next, the work state identifying unit 104 identifies that a work state of the

hydraulic excavator M is other work states with respect to a time period in which the

hydraulic excavator M is traveling or an azimuth of the hydraulic excavator Ml changes

among time periods in which a work state of the hydraulic excavator Ml is not identified

(step S107A3). The other work states include excavation work and work of aggregating

earth and sand to be loaded.

Next, the work state identifying unit 104 identifies that a work state of the

hydraulic excavator M is a standstill state with respect to the time period in which a

work state of the hydraulic excavator Ml is not identified (step S107A4).

[0033]

«Method of identifying work state of hydraulic excavator Ml disposed

banking location G2>>

FIG. 9 is a flowchart showing a method of identifying a work state of the

hydraulic excavator disposed in the banking location G2 in the first embodiment.

The work state identifying unit 104 identifies a time point at which the dump truck M3 is located within a predetermined distance from the hydraulic excavator MI disposed in the banking location G2, and the hydraulic excavator MI and the dump truck

M3 are stopped, on the basis of the time series of position data and the time series of

traveling speeds (step S107B1). Next, the work state identifying unit 104 identifies a

time point at which at least the hydraulic excavator Ml is stopped with the identified

time point as a start point (step S107B2). The reason why position data of the dump

truck M3 after the start point is not used is that, in a case where the dump truck M3

finishes discharge of earth and sand in the dump body thereof, the dump truck is moved

to the earth cut location GI regardless of a work state of the hydraulic excavator MI.

Next, the work state identifying unit 104 identifies that a work state (the type of work) of

the hydraulic excavator Ml is spreading work with respect to a time period in which the

hydraulic excavator Ml is repeatedly slewed among the identified time periods on the

basis of the time series of azimuth data (step S107B3).

[0034]

Thereafter, the work state identifying unit 104 executes the processes in step

S107B4 and step S107B5, and identifies one of a work state of the hydraulic excavator

MI being other work states and a standstill state with respect to a time period in which a

work state of the hydraulic excavator Ml is not identified. The processes in step S107B4

and step S107B5 are the same as the processes in step S107A3 and step S107A4.

[0035]

«Method of identifying work state of slope excavator>>

FIG. 10 is a flowchart showing a method of identifying a work state of a slope

excavator in the first embodiment. The slope excavator indicates the hydraulic excavator

MI performing work of shaping a slope.

With respect to a slope excavator, the work state identifying unit 104 identifies time periods in which the slope excavator is located within a predetermined distance from a slope region of design landform data on the basis of a time series of position data and the design landform data acquired by the design landform acquisition unit 105 (step

S107C1). The work state identifying unit 104 identifies that a work state (the type of

work) of the slope excavator is slope shaping work with respect to a time period in which

the slope excavator is being moved along a slope extending direction or an azimuth of the

slope excavator is turning among the identified time periods (step S107C2). The slope

shaping work is work for the slope excavator to excavate and shape the slope region at

the construction site in accordance with the design landform data.

[0036]

Next, the work state identifying unit 104 identifies that a work state of the slope

excavator is other work states with respect to a time period in which the slope excavator

is traveling or an azimuth of the slope excavator is changing among time periods in

which a work state of the slope excavator is not identified, that is, the slope excavator is

not located within a predetermined distance from the slope region (step S107C3). Next,

the work state identifying unit 104 identifies that a work state of the slope excavator is a

standstill state with respect to the time periods in which a work state of the slope

excavator is not identified (step S107C4).

[0037]

«Method of identifying work state of bulldozer M2>>

FIG. 11 is a flowchart showing a method of identifying a work state of the

bulldozer in the first embodiment.

With respect to the bulldozer M2, the work state identifying unit 104 identifies

time periods in which the bulldozer M2 is repeatedly moved forward and backward, and

a speed during forward movement is equal to or lower than a predetermined speed (for example, 5 kilometers per hour), on the basis of a time series of position data and a time series of traveling speeds (step S107D1). Next, the work state identifying unit 104 determines whether the bulldozer M2 is disposed in the earth cut location Gi or the banking location G2 on the basis of the time series of position data (step S107D2). Ina case where the bulldozer M2 is disposed in the earth cut location G (step S107D2: earth cut location), the work state identifying unit 104 identifies that a work state (the type of work) of the bulldozer M2 is excavation-transport work with respect to the identified time periods (step S107D3). On the other hand, in a case where the bulldozer M2 is disposed in the banking location G2 (step S107D2: banking location), the work state identifying unit 104 that a work state (the type of work) of the bulldozer M2 is laying leveling work with respect to the identified time periods (step S107D4).

[0038]

Next, the work state identifying unit 104 identifies that a work state (the type of

work) of the bulldozer M2 is compaction work with respect to a time period in which the

bulldozer M2 is repeatedly moved forward and backward in a predetermined distance

(for example, 8 meters) or less among time periods in which a work state of the bulldozer

M2 is not identified (step S107D5).

Next, the work state identifying unit 104 identifies that a work state of the

bulldozer M2 is a traveling state with respect to a time period in which a traveling speed

of the bulldozer M2 is equal to or more than a predetermined value among the time

periods in which a work state of the bulldozer M2 is not identified (step S107D6).

Next, the work state identifying unit 104 identifies that a work state of the

bulldozer M2 is a standstill state with respect to the time periods in which a work state of

the bulldozer M2 is not identified (step S107D7).

[0039]

The work state identifying unit 104 according to the first embodiment

determines whether the type of work is excavation-transport work or laying-leveling

work on the basis of a traveling speed of the bulldozer M2, but is not limited thereto. For

example, in other embodiments, the work state identifying unit 104 may determine

whether the type of work is excavation-transport work or laying-leveling work on the

basis of both or one of repeated traveling distances and a traveling speed of the bulldozer

M2.

The work state identifying unit 104 according to the first embodiment

determines whether or not the type of work is compaction work on the basis of repeated

traveling distances of the bulldozer M2, but is not limited thereto. For example, in other

embodiments, the work state identifying unit 104 may determine whether or not the type

of work is compaction work on the basis of both or one of repeated traveling distances

and a traveling speed of the bulldozer M2.

Generally, a traveling speed in excavation-transport work and laying-leveling

work is lower than a traveling speed in compaction work. Generally, a traveling distance

in excavation-transport work and laying-leveling work is longer than a traveling distance

in compaction work.

[0040]

«Method of identifying work state of dump truck M3>>

FIG. 12 is a flowchart showing a method of identifying a work state of the dump

truck in the first embodiment.

The work state identifying unit 104 identifies time periods in which the dump

2.3

traveling speeds (step S107EI). Next, the work state identifying unit 104 identifies that a

work state (the type of work) of the dump truck M3 located within a predetermined

distance from the hydraulic excavator MI is a loading work state with respect to a time

period in which the hydraulic excavator M Iis repeatedly slewed among the identified

time periods on the basis of a time series of azimuth data (step S107E2).

[0041]

The work state identifying unit 104 identifies a time point at which the dump

disposed in the banking location G2, and the hydraulic excavator MI and the dump truck

traveling speeds (step S107E3). Next, the work state identifying unit 104 identifies that a

work state (the type of work) of the dump truck M3 is a discharge work state with respect

to a time period in which at least the dump truck M3 is stopped with the identified time

point as a start point (step SI07E4).

[0042]

The work state identifying unit 104 identifies a time period from an end time

point of the loading work to a start time point of the discharge work among time periods

in which, with respect to the dump truck M3, the loading work is not identified in step

S107E2 and the discharge work is not identified in step S107E4 (step S107E5).

The work state identifying unit 104 identifies that a work state (the type of

work) of the dump truck M3 is loaded traveling with respect to a time period in which the

dump truck M3 is traveling among the identified time periods on the basis of a time

series of traveling speeds (step S107E6).

The work state identifying unit 104 identifies a time period from an end time

point of the discharge work to a start time point of the loading work among the time periods in which, with respect to the dump truck M3, loading work is not identified in step S107E2 and discharge work is not identified in step S107E4 (step S107E7).

The work state identifying unit 104 identifies that a work state (the type of

work) of the dump truck M3 is unloaded traveling with respect to a time period in which

the dump truck M3 is traveling among the identified time periods on the basis of a time

series of traveling speeds (step S107E8).

In other embodiments, the work state identifying unit 104 may further determine

whether a work state of the dump truck M3 immediately before a loading work state or a

discharge work state is any one of turning traveling, backward traveling, and inside

location traveling, on the basis of a traveling speed, a traveling direction, and the like of

the dump truck M3. For example, in a case where a traveling speed is low, the work state

identifying unit 104 may identify that a work state of the dump truck M3 is inside

location traveling. For example, in a case where a traveling direction is a backward

direction, the work state identifying unit 104 may identify that a work state of the dump

truck M3 is backward traveling.

Next, the work state identifying unit 104 identifies that a work state of the dump

truck M3 is a standstill state with respect to a time period in which a work state of the

dump truck M3 is not identified (step S107E9).

[0043]

FIG. 13 illustrates an example of a time chart screen generated by the

construction site management device according to the first embodiment.

In a case where the work state identifying unit 104 identifies the state of each

vehicle M in each time through the process in step S107, the time chart generation unit

106 generates a time chart screen in which a transverse axis is a time axis, and the

vehicles M forming a fleet are arranged on a longitudinal axis, as shown in FIG. 13. The vehicles M arranged on the longitudinal axis of the time chart screen include different individuals of the same type, and the individuals are identified by, for example, displaying identification numbers of the vehicles M. The time chart screen shown in FIG.

13 is, for example, a screen in which time charts respectively representing states of a

single hydraulic excavator M Idisposed in the earth cut location Gi and eight dump

trucks M3 which are loaded with earth and sand by the hydraulic excavator M Iand

transport the earth and sand between the earth cut location Gi and the banking location

G2 on the time basis are displayed on an identical screen with the time axis as a common

axis. In other words, at the construction site G, the single hydraulic excavator Ml and

the eight dump trucks M3 form a fleet. The "identical screen" includes an identical paper

sheet in a case where the output device is a printer.

[0044]

It can be seen that, in a time period in which the hydraulic excavator MI

performs loading, some of the dump trucks M3 also perform loading. In a case where

loading in a certain dump truck M3 is completed, and then the next dump truck M3 does

not reach a loading region yet, the hydraulic excavator Ml performs other work. In other

words, as the other work, the hydraulic excavator MI performs so-called food gathering

of excavating earth and sand to be excavated in advance and piling up the earth and sand

around the hydraulic excavator MI (step SOl in FIG. 2). Consequently, the hydraulic

excavator Ml can efficiently perform loading work when the dump truck M3 arrives. In

the example shown in FIG. 13, the hydraulic excavator Ml performs other work during a

predetermined period after first loading work onto the eight dump trucks M3 (A to F) is

completed. On the other hand, there is a lot of time until the next dump truck M3A

arrives, and thus the hydraulic excavator M is at a standstill state for a long period of

time. Therefore, at the construction site G, the dump truck M3 is additionally disposed, and thus it can be seen that the overall efficiency can be improved by reducing the time for which the hydraulic excavator M Iis at a standstill state.

[0045]

«Advantageous effects>>

As mentioned above, according to the first embodiment, the construction site

management device 10 identifies a state of the vehicle M at each time point, and outputs

a time chart displaying the identified state at each time point to an identical screen of the

output device 600. Consequently, a manager of the construction site G can easily

recognize a work state of a fleet including a transport vehicle and a work machine

without changing a screen. The manager of the construction site G can recognize the

efficiency of the entire fleet by visually recognizing the output time chart. For example,

in the example shown in FIG. 13, since there is a lot of time for which the hydraulic

excavator M Iin the earth cut location Gi is at a standstill, the manager may examine that

the number of dump trucks M3 is increased such that loading work can be performed for

the time, or the hydraulic excavator Ml is caused to perform slope shaping work for the

time.

[0046]

According to the first embodiment, the construction site management device 10

identifies the type of work of a certain vehicle M on the basis of a relationship between a

position of the certain vehicle M (for example, the hydraulic excavator MI) and another

vehicle M (for example, the dump truck M3). Consequently, the construction site

management device 10 can accurately identify the type of work of the vehicle M.

[0047]

According to the first embodiment, for each state (forward movement or

backward movement, that is, the type of work) of the vehicle M, the construction site

2/

management device 10 identifies a traveling speed of the vehicle M in the state on the

basis of a time series of position data of the vehicle M. Consequently, the construction

site management device 10 can identify a traveling speed in each state even though the

vehicle M does not output a state and a traveling speed through communication.

[0048]

The construction site management device 10 according to the first embodiment

identifies a work state of the vehicle M on the basis of a positional relationship between

the vehicle M and another vehicle M by using a GNSS, but is not limited thereto. For

example, the construction site management device 10 according to other embodiments

may identify a work state of the vehicle M by using a positional relationship between the

vehicles M through inter-vehicle communication.

[0049]

In the first embodiment, a time chart screen is generated in which time charts of

the respective vehicles M having a common time axis are arranged, the time charts

having a transverse axis as the time axis and a longitudinal axis on which the vehicles M

forming a fleet are arranged, but this is only an example. For example, in other

embodiments, in a form in which a time axis is provided for each vehicle M, a time chart

screen may be generated in other forms such as a longitudinal axis being set as the time

axis.

[0050]

Next, a second embodiment will be described. The construction site

management device 10 according to the first embodiment determines that a work state of

the dump truck M3 is unloaded traveling in a case of traveling after loading work and

before discharge work, and that a work state thereof is loaded traveling in a case of traveling after discharge work and before loading work. In contrast, in the second embodiment, a state of the dump truck M3 is identified on the basis of position information of the dump truck M3.

[0051]

A work state of the dump truck M3 identified by the construction site

management device 10 according to the second embodiment includes outside-location

loaded traveling in which the dump truck is traveling on the traveling path G3 in a loaded

state, outside-location unloaded traveling in which the dump truck is traveling on the

traveling path G3 in an unloaded state, turning traveling in which the dump truck is

traveling in a turning region provided in the earth cut location Gi or the banking location

G2, backward traveling in which the dump truck is traveling in a backward region

provided in the earth cut location GI or the banking location G2, inside-location loaded

traveling in which the dump truck is normally traveling in a loaded state in the earth cut

location Gi or the banking location G2, and inside-location unloaded traveling in which

the dump truck is traveling in an unloaded state in the earth cut location Gi or the

banking location G2. The earth cut location G1, the banking location G2, the turning

region, and the backward region are designated as, for example, geofences in advance.

In this case, the work state identifying unit 104 identifies a work state of the dump truck

M3 on the basis of whether or not a position indicated by position data of the dump truck

M3 is inside a geofence.

[0052]

FIG. 14 is a flowchart showing a method of identifying a state of the dump truck

in the second embodiment.

The work state identifying unit 104 identifies time periods in which the dump

truck M3 is located within a predetermined distance from the hydraulic excavator MI disposed in the earth cut location GI, and the hydraulic excavator M Iand the dump truck

traveling speeds (step S107F1). Next, the work state identifying unit 104 identifies that a

period in which the hydraulic excavator Ml is repeatedly slewed among the identified

time periods on the basis of a time series of azimuth data (step S107F2).

[0053]

The work state identifying unit 104 identifies a time point at which the dump

traveling speeds (step S107F3). Next, the work state identifying unit 104 identifies that a

point as a start point (step S107F4).

[0054]

The work state identifying unit 104 identifies that a work state of the dump truck

M3 is a standstill state with respect to a time period in which a traveling speed of the

dump truck M3 is less than a predetermined value among time periods in which a work

state of the dump truck M3 is not identified (step S107F5).

M3 is turning traveling with respect to a time period in which the dump truck M3 is

located in the turning region among the time periods in which a work state of the dump

truck M3 is not identified (step S107F6). The work state identifying unit 104 identifies that a work state of the dump truck M3 is backward traveling with respect to a time period in which the dump truck M3 is located in the backward region among the time periods in which a work state of the dump truck M3 is not identified (step S107F7).

[0055]

M3 is inside-location loaded traveling with respect to a time period from an end time

point of loading work in the earth cut location Gi to a time point at which the dump truck

leaves the earth cut location Gi or a time period from a time point at which the dump

truck enters the banking location G2 to a time point at which the dump truck enters the

turning region of the banking location G2 among the time periods in which a work state

of the dump truck M3 is not identified (step S107F8). The work state identifying unit

104 identifies that a work state of the dump truck M3 is inside-location unloaded

traveling with respect to a time period from an end time point of discharge work in the

banking location G2 to a time point at which the dump truck leaves the banking location

G2 or a time period from a time point at which the dump truck enters the earth cut

location Gi to a time point at which the dump truck enters the turning region of the earth

cut location G1 among the time periods in which a work state of the dump truck M3 is

not identified (step S107F9). In other words, even though the dump truck M3 is located

in the earth cut location GI or the banking location G2, in a case where the dump truck

M3 is located in the turning region or the backward region of the earth cut location Gi or

the banking location G2, a work state of the dump truck M3 is not inside-location loaded

traveling or inside-location unloaded traveling.

[0056]

The work state identifying unit 104 identifies time periods from a time point at

which the dump truck comes out of the earth cut location Gi to a time point at which the

.31

dump truck enters the banking location G2 (step S107F10). The work state identifying

unit 104 identifies that a work state of the dump truck M3 is outside-location loaded

traveling with respect to a time period in which a work state of the dump truck M3 is not

identified among the time periods identified in step S107F10 (step S107F11).

which the dump truck comes out of the banking location G2 to a time point at which the

dump truck enters the earth cut location Gi (step S107F12). The work state identifying

unit 104 identifies that a work state of the dump truck M3 is outside-location unloaded

identified among the time periods identified in step S107F12 (step S107F13).

[0057]

In other words, the construction site management device 10 according to the

second embodiment identifies a work state of the vehicle M on the basis of a position of

the vehicle M, that is, whether or not the vehicle M is present in a predetermined region,

whether or not the vehicle M enters a region, or whether or not the vehicle M comes out

of a region.

[0058]

As mentioned above, embodiments has been described with reference to the

drawings, but a specific configuration is not limited to the above-described

configurations, and various design changes may occur.

For example, the time chart shown in FIG. 13 represents states of the hydraulic

excavator MI and the dump trucks M3. In other words, the hydraulic excavator MI is an

example of a work machine, and the dump truck M3 is an example of a transport vehicle.

On the other hand, a time chart generated by the construction site management device 10

.32

according to other embodiments is not limited to indicating a relationship between the

hydraulic excavator M Iand the dump truck M3. For example, in other embodiments, in

a case where the bulldozer M2 is disposed in the banking location G2, and the dump

truck M3 transports earth and sand from the earth cut location GI to the banking location

G2, the construction site management device 10 may generate a time chart indicating a

relationship between the bulldozer M2 and the dump truck M3. In this case, the

bulldozer M2 is an example of a work machine, and the dump truck M3 is an example of

a transport vehicle. For example, in other embodiments, in a case where the hydraulic

excavator M Iand the bulldozer M2 are disposed in the banking location G2, and the

bulldozer M2 transports earth and sand excavated by the hydraulic excavator MI in the

banking location G2, the construction site management device 10 may generate a time

chart indicating a relationship between the hydraulic excavator Ml and the bulldozer M2.

In this case, the hydraulic excavator MI is an example of a work machine, and the

bulldozer M2 is an example of a transport vehicle.

[0059]

In the embodiments, the construction site management device 10 identifies a

work state of each vehicle M in each period of time or every predetermined period of

time, and generates a time chart on the basis thereof, but is not limited to. For example,

in other embodiments, the construction site management device 10 may identify a work

state of each vehicle M in an irregular period of time as a work state at each time point,

so as to generate a time chart on the basis thereof, and may identify a start time point and

an end time point of each work state at a work state at each time point, so as to generate a

time chart on the basis thereof.

[0060]

In the embodiments, the hydraulic excavator MI, the bulldozer M2, and the dump truck M3 have been described as examples of the vehicle M, but are not limited thereto. For example, the construction site management device 10 may identify a state of a wheel loader or a road roller, and may generate a time chart. States of the wheel loader and the road roller may be obtained according to the same method as the method of obtaining a state of the bulldozer M2.

[0061]

The hydraulic excavator M Iaccording to other embodiments may shape a

groove. A work state and a parameter of the hydraulic excavator M Ishaping a groove

may be obtained according to the same method as the method of obtaining a work state

and a parameter of the slope excavator. Examples of parameters related to a wafer

amount in groove excavation work may include a distance of a groove an area of the

groove, or an earth amount of the groove, excavated and shaped per unit time. The

groove excavation work is an example of shaping work.

[0062]

The hydraulic excavator Ml according to other embodiments may perform

excavation work without loading. For example, the hydraulic excavator Ml may

excavate excavation target earth and sand, and may discharge the excavated earth and

sand around another loading excavator such that the loading excavator easily excavates

the earth and sand. In this case, excavation work is determined by identifying a time

period in which the hydraulic excavator Ml is stopped and is repeatedly slewed. In

determination of the excavation work, a condition in which the hydraulic excavator Ml is

near the dump truck M3 may not be referred to. A parameter for the excavation work in

this case may be obtained according to the same method as the method of obtaining a

parameter for loading work of the hydraulic excavator MI.

[0063]

.34

At the construction site management device 10 according to the embodiments, a

description has been made of a case where the program is stored in the storage 300, but

this is only an example. For example, in other embodiments, the program may be

delivered to the construction site management device 10 via a communication line. In

this case, the construction site management device 10 develops the delivered program to

the main memory 200 and executes the processes.

[0064]

The program may realize some of the functions. For example, the program may

realize the functions through a combination with another program already stored in the

storage 300 or a combination with another program installed in another device.

[0065]

The construction site management device 10 may include a programmable logic

device (PLD) in addition to the configuration or instead of the configuration. Examples

of the PLD may include a programmable array logic (PAL), a generic array logic (GAL),

a complex programmable logic device (CPLD), and a field programmable gate array

(FPGA). In this case, some of the functions realized by the processor 100 may be

realized by the PLD.

Industrial Applicability

[0066]

The construction site management device enables a work state of a fleet

including a transport vehicle and a work machine to be easily recognized.

Reference Signs List

[0067]

10: CONSTRUCTION SITE MANAGEMENT DEVICE

100: PROCESSOR

200: MAIN MEMORY

300: STORAGE

400: INTERFACE

500: INPUT DEVICE

600: OUTPUT DEVICE

101: POSITION RECEPTION UNIT

102: AZIMUTH RECEPTION UNIT

103: TIME-SERIES RECORDING UNIT

104: WORK STATE IDENTIFYING UNIT

105: DESIGN LANDFORM ACQUISITION UNIT

106: TIME CHART GENERATION UNIT

107: OUTPUT CONTROL UNIT

201: TIME-SERIES STORAGE UNIT

G CONSTRUCTION SITE GI: EARTH CUT LOCATION

G2: BANKING LOCATION

M: WORK MACHINE

Ml: HYDRAULIC EXCAVATOR

M2: BULLDOZER

M3: DUMP TRUCK

Claims

1. A device for identification of work states of multiple construction machines in a

target period, the device comprising:

a position reception unit configured to receive position data of a work machine

disposed in a construction site and a transport vehicle configured to travel at the

construction site;

an azimuth reception unit configured to receive azimuth data of the work

machine and the transport vehicle;

a design landform acquisition unit configured to receive design landform data of

the construction site;

a work state identifying unit configured to:

identify a first work state of the work machine at a plurality of time

points, during a target period, based on the design landform data and at least in

part on at least one of position data and azimuth data of the work machine,

identify a second work state of a transport vehicle at the plurality of

time points, during the target period, based on the design landform data and at

least in part on at least one of position data and azimuth data of the transport

vehicle, and

wherein the work state identifying unit is further configured to identify

the first work state and the second work state after the target period,

wherein the first work state includes at least one of: a type of work

executed by the work machine; or a travelling state of the work machine, and

wherein the second work state includes at least one of: a type of work

.3

executed by the transport vehicle; or a travelling state of the transport vehicle;

a time chart generation unit configured to generate a time chart representing the

first work state of the work machine at the plurality of time points and a time chart

representing the second work state of the transport vehicle at the plurality of time points

based at least in part on the identified work states; and

an output control unit that is configured to allow recognition of the work states

and recognition of an efficiency of the construction machines including the work

machine and the transport vehicle by outputting the time chart representing the first work

state of the work machine at the plurality of time points and the time chart representing

the second work state of the transport vehicle at the plurality of time points on one screen,

wherein the time charts are output with a time axis as a common axis.

2. The construction site remote management device according to claim 1, further

comprising a position reception unit configured to receive position data of each vehicle

disposed at the construction site at the plurality of time points.

3. The construction site remote management device according to claim 1 or claim 2,

further comprising an azimuth reception unit configured to receive azimuth data of each

vehicle disposed at the construction site at the plurality of time points.

4. The construction site remote management device according to claim 3 when

dependent on claim 2, further comprising a time series recording unit configured to store

the position data as a time series of position data, and the azimuth data as a time series of

azimuth data.

5. The construction site remote management device according to claim 1, wherein

the work state identifying unit is configured to identify the second work state based at

least in part on position data or azimuth data of a plurality of the transport vehicles at the

plurality of time points.

6. The construction site remote management device according to claim 1 or 5,

wherein the work state identifying unit is configured to identify the first work

state or the second work state based at least in part on position data of the transport

vehicle at the plurality of time points and a positional relationship with an earth cut

location or a banking location.

7. The construction site remote management device according to claim 1, claim 5

or claim 6,

state or the second work state based at least in part on a relationship between a position

of the transport vehicle and a position of the work machine.

8. The construction site remote management device according to claim 1 or any

one of claims 5 to 7,

wherein a plurality of transport vehicles and a single work machine are disposed

at the construction site, and

wherein the output control unit outputs time charts of the plurality of transport

vehicles and a time chart of the single work machine, wherein the time charts are output

with a time axis as a common axis.

9. The construction site remote management device according to any one of claims

1 to 8, wherein the work state identifying unit is configured to identify at least one of: the

first work state, or the second work state based on a geofence of an earth cut location, a

banking location, a turning region, or a backward region, and a position of the work

machine or transport vehicle.

10. A method for identification of work states of multiple construction machines in

a target period, the method comprising:

receiving, by a construction site remote management device, position data of a

work machine disposed in a construction site and a transport vehicle configured to travel

at the construction site;

receiving, by the construction site remote management device, azimuth data of

the work machine and the transport vehicle;

receiving, by the construction site remote management device, design landform

data of the construction site;

identifying, by the construction site remote management device:

a first work state of the work machine, at a plurality of time points,

during a target period, based on the design landform data and at least in part on

at least one of position data and azimuth data of the work machine, and

a second work state of the transport vehicle, at the plurality of time

points during the target period, based on design landform data and at least in part

on at least one of position data and azimuth data of the transport vehicle,

wherein the first work state and the second work state are identified

after the target period,

wherein the first work state includes at least one of: a type of work executed by the work machine; or a travelling state of the work machine, and wherein the second work state includes at least one of: a type of work executed by the transport vehicle; or a traveling state of the transport vehicle;generating, by the construction site management device, a time chart representing the first work state of the work machine at the plurality of time points and a time chart representing the second work state of the transport vehicle at the plurality of time points based at least in part on the identified work states; and allowing recognition of the work states and recognition of an efficiency of the construction machines including the work machine and the transport vehicle by outputting, by the construction site management device, the time chart representing the first work state of the work machine at the plurality of time points and the time chart representing the second work state of the transport vehicle at the plurality of time points on one screen with a time axis as a common axis.

11. The method of claim 10, further comprising:

receiving position data of each vehicle disposed at the construction site at the

plurality of time points, wherein the first work state or the second work state is identified

based at least in part on the position data.

12. The method of claim 10 or claim 11, further comprising:

receiving azimuth data of each vehicle disposed at the construction site at the

based at least in part on the azimuth data.

13. The method of claim 10, wherein the first work state or the second work state is identified based at least in part on position data of the transport vehicle at the plurality of time points and a positional relationship with an earth cut location or a bank location.

14. The method of claim 10 or claim 13, wherein the first work state or the second

work state is identified based at least in part on a relationship between a position of the

transport vehicle and a position of the work machine.

15. The method according to any one of claims 10 to 14, wherein the first work state

or the second work state is identified based on a geofence of an earth cut location, a

machine or transport vehicle.

16. A non-transitory storage medium comprising a program configured to cause a

computer to execute a method for identification of work states of multiple construction

machines in a target period, the method including:

receiving position data of a work machine disposed in a construction site and a

transport vehicle configured to travel at the construction site;

receiving azimuth data of the work machine and transport vehicle;

receiving design landform data of the construction site;

identifying:

a first work state of the work machine at a plurality of time points,

at least one of position data and azimuth data of the work machine, and

a second work state of the transport vehicle at the plurality of time

points during the target period, based on the design landform data and at least in part on at least one of position data and azimuth data of the work machine, wherein the first work state and the second work state are identified after the target period, wherein the first work state includes at least one of a type of work executed by the work machine; or a travelling state of the work machine, and wherein the second work state includes at least one of a type of work executed by the transport vehicle; or a traveling state of the transport vehicle; generating a time chart representing the first work state of the work machine at the plurality of time points and a time chart representing the second work state of the transport vehicle at the plurality of time points based at least in part on the identified work states; and allowing recognition of the work states and recognition of an efficiency of the construction machines including the work machine and the transport vehicle by outputting the time chart representing the first work state of the work machine at the plurality of time points and the time chart representing the second work state of the transport vehicle at the plurality of time points on one screen with a time axis as a common axis.

17. The non-transitory storage medium of claim 16, wherein the first work state or

the second work state is identified based at least in part on position data or azimuth data

of a plurality of the transport vehicles at the plurality of time points.

18. The non-transitory storage medium of claim 16 or claim 17, wherein the first

work state or the second work state is identified based at least in part on position data of

the transport vehicle at the plurality of time points and a positional relationship with an

4.3

earth cut location or a bank location.

19. The non-transitory storage medium of any one of claims 16 to 18, wherein the

first work state or the second work state is identified based at least in part on a

relationship between a position of the transport vehicle and a position of the work

machine.

20. The non-transitory storage medium of any one of claims 16 to 19, wherein the

first work state or the second work state is identified based on a geofence of an earth cut

location, a banking location, a turning region, or a backward region, and a position of the

work machine or transport vehicle.

21. A computer configured to be mounted on or carried by the work machine of any

one of claims 1 to 20, the computer further configured to:

transmit position data and azimuth data measured from the work

machine to the construction site remote management device or non-transitory storage

medium.

22. The computer of claim 21, wherein the computer is further configured to:

measure the position and azimuth data of the work machine before

transmitting.

23. A computer configured to be mounted on or carried by the transport vehicle of

any one of claims I to 20, the computer further configured to:

transmit position data and azimuth data measured from the transport vehicle to the construction site remote management device or non-transitory storage medium.

24. The computer of claim 23, wherein the computer is further configured to:

measure the position and azimuth data of the transport vehicle before

transmitting.